Application of ozonation to reduce biological sludge production in an industrial wastewater treatment plant
被引:9
作者:
Albuquerque, J. S.
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机构:
Univ Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, Brazil
Albuquerque, J. S.
[1
]
Domingos, J. C.
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机构:
Univ Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, Brazil
Domingos, J. C.
[1
]
Sant'Anna, G. L., Jr.
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h-index: 0
机构:
Univ Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, Brazil
Sant'Anna, G. L., Jr.
[1
]
Dezotti, M.
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机构:
Univ Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, Brazil
Dezotti, M.
[1
]
机构:
[1] Univ Fed Rio de Janeiro, COPPE, Chem Engn Program, BR-21941972 Rio De Janeiro, Brazil
activated sludge;
excess of sludge;
ozonation;
wastewater treatment;
D O I:
10.2166/wst.2008.554
中图分类号:
X [环境科学、安全科学];
学科分类号:
08 ;
0830 ;
摘要:
Biosolids production in the activated sludge process generates an additional cost to wastewater treatment plants due to the growing requirements for sludge treatment and disposal. This work focuses on the application of ozonation to reduce sludge production in an industrial wastewater treatment plant. The results show that ozonation was able to promote cell wall rupture, releasing intracellular matter into the liquid medium. This effect was observed by the increase in concentrations of DNA (1.14 to 7.83 mg/L) and proteins (0.5 to 45.602 mg/L) in the liquid phase, when ozonation was applied during 10 min, using 30 mg/L of ozone. Reduction of sludge production was assessed by calculating the observed sludge yield coefficient (Y) in bench-scale continuous experiments conducted with varying proportions of ozonated sludge in the recycle stream and recycle ratios. Reduction of sludge production ranged from 14 to 39%, depending on the experimental conditions. The best result in terms of sludge excess reduction was achieved when 20% of the recycle sludge was ozonated and the recycle ratio was 0.67.
机构:
Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
Chen, GH
;
Mo, HK
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机构:Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
Mo, HK
;
Liu, Y
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机构:Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
Egemen, E
;
Corpening, J
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h-index: 0
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
Corpening, J
;
Nirmalakhandan, N
论文数: 0引用数: 0
h-index: 0
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
机构:HKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China
Saby, S
;
Djafer, M
论文数: 0引用数: 0
h-index: 0
机构:HKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China
Djafer, M
;
Chen, GH
论文数: 0引用数: 0
h-index: 0
机构:
Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R ChinaHKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China
机构:
Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
Chen, GH
;
Mo, HK
论文数: 0引用数: 0
h-index: 0
机构:Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
Mo, HK
;
Liu, Y
论文数: 0引用数: 0
h-index: 0
机构:Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R China
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
Egemen, E
;
Corpening, J
论文数: 0引用数: 0
h-index: 0
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
Corpening, J
;
Nirmalakhandan, N
论文数: 0引用数: 0
h-index: 0
机构:
New Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USANew Mexico State Univ, Civil Agr & Geol Engn Dept, Las Cruces, NM 88003 USA
机构:HKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China
Saby, S
;
Djafer, M
论文数: 0引用数: 0
h-index: 0
机构:HKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China
Djafer, M
;
Chen, GH
论文数: 0引用数: 0
h-index: 0
机构:
Hong Kong Univ Sci & Technol, Dept Civil Engn, Kowloon, Hong Kong, Peoples R ChinaHKUST, Vivendi Water Res Ctr, Hong Kong, Hong Kong, Peoples R China